DATA GOVERNANCE MECHANISMS IN INDONESIA’S COVID-19 DATA INTEGRATION SYSTEM

During a pandemic, policy decisions are made quickly and correctly. The need for COVID-19 data becomes an absolute basis for policymaking. This paper focuses on the mechanism of COVID-19 data management in the national COVID-19  task forces to be able to provide valid and realtime data. Researchers used qualitative analysis, with primary and secondary data collection. Researchers interview 3 information from the ministry of communication and informatics as a public communication team in the task force to accelerate the handling of COVID-19. The results showed that even data management was based on structural, procedural, and relational mechanisms. Structure mechanism has been formed strongly through the task force team from the national to the regions. Procedural data mechanisms, although changing procedures are now at the point of data integration. The relation mechanism shows that the coordination and communication relationship between member task forces has been done quite well where coordination is always done quickly

Development of empirical approaches to estimate the seismic settlement of embankment dams under earthquake loading

La contribution significative de cette thèse se situe dans le domaine de la déformation sismique de différents types de barrages en enrochement. La déformation excessive permanente à la crête d'un barrage causée par les secousses du sol menacera la sécurité du barrage. Les caractéristiques de ces barrages et la gravité des tremblements de terre (quantifiée par des mesures d'intensité, c'est-à-dire des IM) sont identifiées comme les composants les plus critiques impliquées dans la performance sismique du barrage. Dans la première partie, une étude est réalisée sur la déformation sismique (tassement de la crête) des barrages en enrochement avec masque en béton (CFRD) et sa corrélation avec les IM de mouvements de sol. De cette manière, l'importance des principales caractéristiques des charges cycliques dans une étude de cas CFRD typique modélisée numériquement est soulignée. On en conclut qu'en plus de l'amplitude et de la durée du mouvement de sol, la réponse du barrage est fortement affectée par les caractéristiques de fréquence du séisme. En rassemblant les histoires de cas de CFRD disponibles et en analysant leur tassement sismique, un nouveau IM est proposé pour décrire efficacement le potentiel d'un séisme à induire un règlement dans les CFRD. Une nouvelle relation prédictive est alors établie qui relie la IM suggérée et l'amplitude du tremblement de terre avec le tassement de crête étudié des cas CFRDs. Dans la deuxième partie, les données disponibles pour les barrages en enrochement à noyau de terre (ECRD) comprenant les valeurs de tassement rapportées et les mouvements de sol enregistrés lors des tremblements de terre sont analysées. Deux nouvelles approches sont développées en introduisant deux nouveaux IM et en les corrélant au règlement observé des cas ECRD. Les IM proposés pour les ECRD prennent en compte l'influence des aspects essentiels concernant le comportement non linéaire des barrages lors de séismes violents: dégradation de la rigidité des matériaux, augmentation de l'énergie dissipée et augmentation des périodes de vibration des barrages. Ces problèmes sont affectés par la déformation induite par le tremblement de terre, à travers laquelle la corrélation avec la déformation d'un barrage est découverte. Les analyses ont montré que l'occurrence du tassement est directement affectée par les amplitudes de déformation de cisaillement. Compte tenu de l'importance de la déformation de cisaillement, la dernière partie de cette thèse est consacrée aux caractéristiques dépendantes de la déformation des ECRD. À cette fin, des études empiriques ont été menées sur plusieurs séries chronologiques d'accélération pour les ECRD qui avaient été frappés par des tremblements de terre au Japon. Une série de graphiques et de relations a été établie pour estimer: (i) l'amplitude de la déformation de cisaillement induite; (ii) la diminution du module de cisaillement des noyaux des barrages; et (iii) augmentation des périodes fondamentales des barrages. Cette thèse fournit un assemblage approprié d'outils qui peuvent être utilisés dans la pratique de l'ingénierie, que ce soit à des fins d'analyse dynamique ou de conception. Les graphiques et les relations présentés ici sont basés sur l'examen et l'analyse de la performance réelle de nombreux barrages sous les tremblements de terre. Ils répondent non seulement aux lacunes des méthodes empiriques précédentes, mais sont également précis et efficaces.The significant contribution of this thesis is in the area of earthquake-induced deformation of different types of rockfill dams. The permanent excess deformation at a dam's crest caused by ground-shaking will threaten the dam's safety. The characteristics of these dams and the severity of the earthquakes (quantified by intensity measures, i.e., IMs) are identified as the most critical components involved in the dam's seismic performance. In the first part, a study is performed on the seismic deformation (crest settlement) of concrete-face rockfill dams (CFRDs) and its correlation with ground motion IMs. In this way, the importance of cyclic loads' main characteristics on a numerically modelled typical CFRD case study is underlined. It is concluded that in addition to the amplitude and duration of ground motion, the dam's response is strongly affected by the frequency characteristics of the earthquake. By gathering available CFRD case histories and analyzing their seismic settlement, a new IM is proposed to efficiently describe an earthquake's potential to induce settlement in CFRDs. A new predictive relationship is then established which relates the suggested IM and earthquake magnitude with the surveyed crest settlement of the CFRD cases. In the second part, the data available for earth-core rockfill dams (ECRDs) comprising the reported settlement values and the ground motions recorded during the earthquakes are analyzed. Two novel approaches are developed by introducing two new IMs and correlating them to the observed settlement of the ECRD cases. The IMs proposed for ECRDs take into account the influence of the essential aspects regarding the nonlinear behaviour of the dams during severe earthquakes: stiffness degradation of the materials, increase in dissipated energy, and increase in the dams' periods of vibration. These issues are affected by the earthquake-induced strain, through which the correlation with a dam's deformation is discovered. The analyses showed that the occurrence of settlement is directly affected by the shear strain amplitudes. Given the importance of the shear strain, the last part of this thesis is devoted to the strain-dependent characteristics of ECRDs. To this end, empirical studies were performed on several acceleration time series for ECRDs that had been struck by earthquakes in Japan. A series of graphs and relationships were established to estimate: (i) the amplitude of the induced shear strain; (ii) the decreased shear modulus of the dams' cores; and (iii) increased fundamental periods of the dams. This thesis provides an appropriate assembly of tools that can be utilized in engineering practice, either for dynamic analysis or design purposes. The graphs and relationships presented herein are based on reviewing and analyzing the actual performance of numerous dams under earthquakes. They not only address the shortcomings of previous empirical methods, but are also accurate and efficient

Legal Design Perspectives

Over the last few years, Legal Design has grown as a field of research and practice. The potential of design in the legal domain has been investigated and experimented in various sectors such as access to justice, dispute resolution, privacy indicators, policy prototyping, contractual negotiation. Being an interdisciplinary area of study, Legal Design combines different disciplines and methodologies and relies on insights from legal practice. This book intends to contribute to the study and advancement of Legal Design by presenting different voices and perspectives from scholars and practitioners active in this field. The volume brings together critical essays on the nature and methods of Legal Design and illustrations from the practice. The contributions provide the readers with the state of the art of Legal Design and a prospective outline of its future development.illustrato

Legal Design Perspectives : Theoretical and Practical Insights from the Field

This publication and its release in gold open access has been made possible thanks to the support of the Erasmus+ Jean Monnet Module grant 599987-EPP-1-2018-1-BE-EPPJMO-MODULE for the course “European IT Law by Design”. The European Commission’s support for the production of this publication does not constitute an endorsement of the contents, which reflect the views only of the authors, and the Commission cannot be held responsible for any use which may be made of the information contained therein.Publisher PD

NHS top managers, knowledge exchange and leadership: the early development of Academic Health Science Networks – a mixed-methods study

This study explored knowledge networking and leadership in the context of the early development of Academic Health Science Networks in England and made recommendations for future research

Emerging Hydro-Climatic Patterns, Teleconnections and Extreme Events in Changing World at Different Timescales

This Special Issue is expected to advance our understanding of these emerging patterns, teleconnections, and extreme events in a changing world for more accurate prediction or projection of their changes especially on different spatial–time scales

Exploring student perceptions about the use of visual programming environments, their relation to student learning styles and their impact on student motivation in undergraduate introductory programming modules

My research aims to explore how students perceive the usability and enjoyment of visual/block-based programming environments (VPEs), to what extent their learning styles relate to these perceptions and finally to what extent these tools facilitate student understanding of basic programming constructs and impact their motivation to learn programming